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Andrzej Sawicki, Marek Kulczykowski and Robert Jankowski

References Chen W. F. (1975) Limit Analysis and Soil Plasticity , Elsevier, Amsterdam. Derski W., Izbicki R., Kisiel I., Mróz Z. (1988) Rock and Soil Mechanics , PWN Warsaw & Elsevier, Amsterdam/Oxford/New York/Tokyo. Dolce M., Cardone D., Ponzo F. C., Valente C. (2005) Shaking table tests on reinforced concrete frames without and with passive control systems, Earthquake Engineering and Structural Dynamics , 34, 1687-1717, doi: 10.1002/eqe.501. Jankowski R. (2010a) Experimental study

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Claire Brenner, Claude Meisch, Benjamin Apperl and Karsten Schulz

ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN, Kos Island, Greece. Di Baldassarre, G., Viglione, A., Carr, G., Kuil, L., Salinas, J. L., Blöschl, G., 2013. Socio-hydrology: Conceptualising human-flood interactions. Hydrology and Earth System Sciences, 17, 8, 3295–3303. Dietterich, T.G., 2000. Ensemble methods in machine learning. Multiple Classifier Systems, 1857, 1–15. DORIS, 2015. Digital Upper Austrian spatial information system. Data available under http://doris.ooe.gv.at Dorn

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Andrzej Sawicki, Jacek Mierczyński, Agata Mikos and Justyna Sławińska

) Experimental investigations of the cyclic mobility of saturated sand (in Polish), Inżynieria Morska i Geotechnika , 4, 271–280. Tsuchida H. (1970) Prediction and counter measure against the liquefaction in sand deposits (in Japanese), Seminar in the Port and Harbor Research Institute, Ministry of Transport. Xenaki V. C. and Athanasopoulos G. A. (2003) Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines, Soil Dynamics and Earthquake Engineering , 23 , 183–194. Yamamuro J. A. and Covert K. M. (2001

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G. Bocewicz, W. Muszyński and Z. Banaszak

.A. Jafari, “Synthesis of sequential controller in the presence of conflicts and free choices”, IEEE Trans. Robotics and Automation 14 (3), 488–492 (1998). [24] R. Wójcik, “Towards strong stability of concurrent repetitive processes sharing resources”, Systems Science 27 (2), 37–47 (2001). [25] R. Wójcik, Z. Banaszak, and M. Polak, “Dynamics analysis of cyclic processes with periodic resource allocation function”, Proc. 9th IEEE Int. Conf. Methods and Models in Automation and Robotics 2, 1157–1162 (2003). [26] J. Pempera and C. Smutnicki

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Volodymyr Iasnii and Petro Yasniy

REFERENCES 1. Abeyaratne R., Kim S.-J. (1997), Cyclic effects in shape-memory alloys: a one-dimensional continuum model, International Journal of Solids and Structures , 34(25), 3273-3289. 2. Auricchio F., Boatti E., Conti M. (2015), SMA Biomedical Applications, Shape Memory Alloy Engineering , Chapter 11, 307-341. 3. Auricchio F., Marfia S., Sacco E. (2003), Modelling of SMA materials: training and two way memory effect, Computers & Structures , 81, 2301-2317. 4. ASTM F2516-14 (2014), Standard Test Method for Tension Testing of

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A. Sawicki and J. Mierczyński

.B. Seed, “Volume changes in sands during cyclic loading”, J. Soil Mech. Foundation Div., ASCE 97 (SM9), 1171-1182 (1971). [28] A. Sawicki, “An engineering model for compaction of sand under cyclic loading”, Engineering Transactions 35 (4), 677-693 (1987). [29] T. Wichtmann, A. Niemunis, and Th. Triantafyllidis, “Strain accumulation in sand due to cyclic loading: drained triaxial tests”, Soil Dynamics and Earthquake Engineering 25, 967-979 (2005). [30] A. Sawicki, J. Mierczyński, and W. Świdziński, “Strains in sand due to

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Richard Hasa, Ján Danko, Tomáš Milesich and Ľuboš Magdolen

References [1] BIGOŠ, P. - PUŠKÁR, M., KOPAS, M. Design of Mechatronic System Specified for Feedback Required in Development of Combustion Engines. Procedia Engineering. Volume 48, 2012, p. 30-34. ISSN 1877-7058. [2] D H WANG - W H Liao, 2011. Magnetorheological fluid dampers a review of parametric modelling : výskumná správa. Hong Kong : CUHK, 2011, 35 s. [3] ERSOY, M. - HEISSING, B. 2011. Chassis Handbook: Fundamentals, Driving Dynamics, Components, Mechatronics, Perspectives. Berlin : MercedesDruck, 2011. 616

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Waldemar Świdziński, Jacek Mierczyński and Marcin Smyczyński

References Bian H., Shahrour I. (2009) A numerical model for unsaturated soils under seismic loading – application to liquefaction, Journal Soil Dynamics and Earthquake Engineering , 29 (2), 237–244. Fredlund, D. G. (1976): Density and compressibility characteristics of air-water mixtures, Canadian Geotechnical Journal , 13 (4), 386–396. Fredlund D. G., Rahardjo H. (1993) Soil mechanics for unsaturated soils , Wiley, New York. Geoteko (2012) The report on laboratory tests of undisturbed tailings samples taken from TSF Ż elazny Most

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Mariusz Banaszkiewicz and Waldemar Dudda

turbine rotors, International Journal of Fatigue , 113, 311-323. 5. Bednarski T. (1995), Mechanics of plastic flow , PWN, Warsaw (in Polish). 6. Buczyński A., Glinka G . (1997), Elastic-plastic stress-strain analysis of notches under non-proportional loading, 5th International Conference on Biaxial/Multiaxial Fatigue and Fracture , Cracow. 7. Buczyński A., Glinka G. (2001), An analysis of elasto-plastic strains and stresses in notched bodies subjected to cyclic non-proportional loading paths, 6th International Conference on Biaxial

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Norin Filip-Vacarescu, Cristian Vulcu and Dan Dubina

References [1] Wenke, T. & Eric, ML. (2014). Hybrid Recentering Energy Dissipative Device for Seismic Protection, Hindawi Publishing Corporation Journal of Structures , vol 2014 , ID 262409. [2] Amadio, C., Clamente, I., Macorini, L. & Fragiacomo, M. (2008). Seismic behavior of hybrid systems made of PR composite frames coupled with dissipative bracings, Earthquake Engineering and Structural Dynamics, 37,861-879, Published online in Wiley InterScience DOI: 10.1002/eqe.790. [3] Kim, D.H. (2013). Experimental Study on the Seismic Performance of